Exact Solutions and Material Tailoring for Functionally Graded Hollow Circular Cylinders
We employ the Airy stress function to derive analytical solutions for plane strain static deformations of a functionally graded (FG) hollow circular cylinder with Young’s modulus E and Poisson’s ratio v taken to be functions of the radius r . For E 1 and v 1 power law functions of r , and for E 1 an...
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Veröffentlicht in: | Journal of elasticity 2010-04, Vol.99 (2), p.179-201 |
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Format: | Artikel |
Sprache: | eng |
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Zusammenfassung: | We employ the Airy stress function to derive analytical solutions for plane strain static deformations of a functionally graded (FG) hollow circular cylinder with Young’s modulus
E
and Poisson’s ratio
v
taken to be functions of the radius
r
. For
E
1
and
v
1
power law functions of
r
, and for
E
1
an exponential but
v
1
an affine function of
r
, we derive explicit expressions for stresses and displacements. Here
E
1
and
v
1
are effective Young’s modulus and Poisson’s ratio appearing in the stress-strain relations. It is found that when exponents of the power law variations of
E
1
and
v
1
are equal then stresses in the cylinder are independent of
v
1
; however, displacements depend upon
v
1
. We have investigated deformations of a FG hollow cylinder with the outer surface loaded by pressure that varies with the angular position of a point, of a thin cylinder with pressure on the inner surface varying with the angular position, and of a cut circular cylinder with equal and opposite tangential tractions applied at the cut surfaces. When
v
1
varies logarithmically through-the-thickness of a hollow cylinder, then the maximum radial stress, the maximum hoop stress and the maximum radial displacements are noticeably affected by values of
v
1
. Conversely, we find how
E
1
and
v
1
ought to vary with
r
in order to achieve desired distributions of a linear combination of the radial and the hoop stresses. It is found that for the hoop stress to be constant in the cylinder,
E
1
and
v
1
must be affine functions of
r
. For the in-plane shear stress to be uniform through the cylinder thickness,
E
1
and
v
1
must be functions of
r
2
. Exact solutions and optimal design parameters presented herein should serve as benchmarks for comparing approximate solutions derived through numerical algorithms. |
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ISSN: | 0374-3535 1573-2681 |
DOI: | 10.1007/s10659-009-9239-8 |